BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT090520 CALL ORDER: 002 PROPOSAL ID: T3224A DISTRICT: 03 COUNTIES : WASHINGTON, , , ROAD NAME : SR 79 LIMITS : FROM A PT N OF CREWS LAKE RD TO STRICKLAND RD FINPROJ NO(S): 22077315201A(*) FEDERAL AID NO: 1011036P WORK MIX: ADD LANES & RECONSTRUCT TOTAL ROADWAY LENGTH: 1.772 MILES CONTRACT DAYS: 619 TOTAL BRIDGE LENGTH: 0.000 MILES LETTING DATE : 05/20/09 TOTAL PROPOSAL LENGTH: 1.772 MILES CONTRACT EXECUTION DAYS: 10 SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 15 DAYS PROPOSAL BUDGET ESTIMATE: $ 16,359,583.00 PROPOSAL PACKAGE FEE: $5.00 PROPOSAL CONTAINS SECTION ALTERNATES DESCRIPTION: Scope Alternate This project goes with T3224B. The prime contractor is required to bid on both projects. NOTE: THERE WILL BE A MANDATORY PRE-BID CONFERENCE FOR THIS PROJECT AT 10:00 AM CST ON TUESDAY, APRIL 14, 2009 AT THE FLORIDA DEPARTMENT OF TRANSPORTATION, PONCE DE LEON OPERATIONS CENTER, 1723 SUNRISE CIRCLE, PONCE DE LEON, FL 32455. IF YOU HAVE ANY QUESTIONS CONCERNING THIS MATTER, PLEASE CONTACT WILLIAM TIMPNER AT (850) 836-5700. THIS PRE-BID CONFERENCE IS MANDATORY BECAUSE OF THE COMPLEXITY OF THE PROJECT. ONLY PLANS AND SPECIFICATIONS WILL BE AVAILABLE PRIOR TO THE PRE-BID CONFERENCE. THE PROSPECTIVE BIDDER SHALL BE PREQUALIFIED ACCORDING TO THE REQUIREMENTS OF FDOT RULE CHAPTER 14-22 AND SECTION 2-1 OF THE 2007 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. PROPOSALS (BIDDING DOCUMENTS) WILL BE ISSUED ONLY TO THE PROSPECTIVE BIDDERS WHO HAVE ATTENDED THE PRE-BID CONFERENCE AND MET THE FLORIDA DEPARTMENT OF TRANSPORTATION QUALIFICATIONS FOR THIS PROJECT. IT IS SUGGESTED THAT PROSPECTIVE BIDDERS REQUEST PROPOSALS (BIDDING DOCUMENTS) PRIOR TO THE PRE-BID CONFERENCE TO ALLOW FOR PROCESSING. The Department anticipates awarding this project within 15 days. An additional posting date has been added due to an anticipated posting of June 1, 2009. The improvements under this contract consist of reconstructing SR 79 from a 2-lane roadway to a 4-lane roadway. SR 79 will be constructed as a rural roadway from the begin project to Crews Lake Road. North of Crews Lake Road to Strickland Road, SR 79 will be reconstructed to a suburban typical section in Washington County. Additional improvements will include construction of storm drain improvements, stormwater ponds, sidewalks, a mast arm signal system at the SR 79/SR 20 intersection and signing and pavement markings. Alternate A under this contract consists of asphalt. Alternate B under this contract consists of concrete. ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION (22077315201) LS 1.000 0102 2 1 SPECIAL DETOUR 1 (22077315201) LS 1.000 0102 2 2 SPECIAL DETOUR 2 (22077315201) LS 1.000 0102 2 3 SPECIAL DETOUR 3 (22077315201) LS 1.000 0102 2 4 SPECIAL DETOUR 4 LS 1.000 0102 2 5 SPECIAL DETOUR 5 (22077315201) LS 1.000 0102 3 COMMERCIAL MATERIAL FOR DRIVEWAY MAINTENANCE CY 884.000 0102 14 TRAFFIC CONTROL OFFICER MH 40.000 0102 61 BUSINESS SIGN EA 10.000 0102 71 13 BARRIER WALL, TEMPORARY, F&I, LOW PROFILE, CONCRETE LF 5,016.000 0102 71 23 BARRIER WALL, TEMPORARY, RELOCATE, LOW PROFILE, CONCRETE LF 10,716.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 2,366.000 0104 1 ARTIFICIAL COVERINGS FOR EROSION CONTROL SY 600.000 0104 10 2 SYNTHETIC BALES LF 6,904.000 0104 11 FLOATING TURBIDITY BARRIER LF 100.000 0104 12 STAKED TURBIDITY BARRIER LF 155.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 25,302.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 3.000 0104 16 ROCK BAG EA 1,190.000 0110 1 1 CLEARING & GRUBBING (22077315201) LS 1.000 0110 4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 2,410.000 0110 7 1 MAILBOX, F&I SINGLE EA 8.000 0120 1 REGULAR EXCAVATION CY 172,665.000 0120 4 SUBSOIL EXCAVATION CY 18,837.000 0120 6 EMBANKMENT CY 90,419.000 0162 1 11 PREPARED SOIL LAYER, FINISH SOIL LAYER, 6" SY 173,300.000 0286 1 TURNOUT CONSTRUCTION SY 2,495.000 CALL ORDER : 002 PROPOSAL ID : T3224A CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0286 2 TURNOUT CONSTRUCTION-ASPHALT TN 358.600 0327 70 5 MILLING EXIST ASPH PAVT, 2" AVG DEPTH SY 8,318.000 0327 70 13 MILLING EXIST ASPH PAVT, 1 3/4" AVG DEPTH SY 10,878.000 0337 7 40 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC B, FC-9.5, PG TN 770.000 76-22 0400 1 2 CONCRETE CLASS I, ENDWALLS CY 7.890 0425 1311 INLETS, CURB, TYPE P-1, <10' EA 48.000 0425 1321 INLETS, CURB, TYPE P-2, <10' EA 6.000 0425 1422 INLETS, CURB, TYPE J-2, >10' EA 2.000 0425 1471 INLETS, CURB, TYPE 7, <10' EA 7.000 0425 1521 INLETS, DT BOT, TYPE C,<10' EA 1.000 0425 1531 INLETS, DT BOT, TYPE C, MODIFIED, <10'' EA 4.000 0425 1551 INLETS, DT BOT, TYPE E, <10' EA 12.000 0425 1559 INLETS, DT BOT, TYPE E, MODIFY EA 2.000 0425 2 41 MANHOLES, P-7, <10' EA 15.000 0425 2 42 MANHOLES, P-7, >10' EA 5.000 0425 2 61 MANHOLES, P-8, <10' EA 3.000 0425 2 71 MANHOLES, J-7, <10' EA 3.000 0425 2 72 MANHOLES, J-7, >10' EA 18.000 0425 2 92 MANHOLES, J-8, >10' EA 1.000 0430174201 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELLIP/ARCH, LF 184.000 0-24"SD 0430175101 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 0-24"S/CD LF 8,618.000 0430175102 PIPE CULVERT, OPT MATERIAL, ROUND, 25-36"S/CD LF 1,930.000 0430175103 PIPE CULVERT, OPT MATERIAL, ROUND, 37-48"S/CD LF 2,394.000 0430175104 PIPE CULVERT, OPT MATERIAL, ROUND, 49-60"S/CD LF 1,275.000 0430175201 PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, LF 554.000 0-24"S/CD 0430611029 U-ENDWALL, STD 261, BAFFLES, 1:6 SLOPE, 24"PIPE EA 1.000 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 3.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 2.000 0430982133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 1.000 0430982141 MITERED END SECTION, OPTIONAL ROUND, 48" CD EA 1.000 0430982142 MITERED END SECTION, OPTIONAL ROUND, 54" CD EA 1.000 0430982625 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 18" EA 1.000 CD 0430982629 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 24" EA 1.000 CD 0430984625 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 18" SD EA 11.000 0440 1 20 UNDERDRAIN, TYPE II LF 2,020.000 0440 73 1 UNDERDRAIN OUTLET PIPE, 4" LF 120.000 0515 2301 PEDESTRIAN, BICYCLE RAILING, ALUMINUM ONLY,42" PICKET LF 40.000 RAIL 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 21,873.000 0520 3 VALLEY GUTTER- CONCRETE LF 86.000 0520 70 CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH SY 647.000 0522 1 SIDEWALK CONCRETE, 4" THICK SY 7,537.000 0522 2 SIDEWALK CONCRETE, 6" THICK SY 1,121.000 0524 1 1 CONCRETE DITCH PAVT, NON REINFORCED, 3" SY 290.000 0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 139.300 0536 73 GUARDRAIL REMOVAL LF 50.000 0550 10222 FENCING, TYPE B, 5.1-6.0, W/ VINYL COATING LF 3,712.000 0550 60235 FENCE GATE, TYPE B, SLIDING/CANTILEVER, 20.1-24' OPENING EA 2.000 0556 1 3 JACK AND BORE, CASING DIAMETER 12"TO<18" LF 677.000 0556 1 6 JACK AND BORE, CASING DIAMETER, 36" TO <48" LF 488.000 0556 1 8 JACK AND BORE, CASING DIAMETER 60"TO<72" LF 89.000 0556 1 9 JACK AND BORE, CASING DIAMETER 72"TO<84" LF 150.000 0570 1 1 PERFORMANCE TURF SY 144,378.000 0570 1 2 PERFORMANCE TURF, SOD SY 28,922.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 13.705 0710 11122 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 8" LF 6,708.000 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 12" LF 1,508.000 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18" LF 2,403.000 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF 724.000 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" GM 3.355 0710 11151 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, DOTTED / LF 122.000 GUIDELINE/ 6-10 GAP EXTENSION, 6" CALL ORDER : 002 PROPOSAL ID : T3224A CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0710 11160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE EA 9.000 0710 11170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 43.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 14.354 0710 11224 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 18" LF 1,080.000 0710 11231 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SKIP, 6" GM 0.117 0710 11251 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, DOTTED/ LF 83.000 GUIDELINE/6-10 GAP EXTENSION, 6" 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 21.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (22077315201) LS 1.000 <<<<<<<<<<<< LC1 SECTION 0002 ROADWAY >>>>>>>>>>>> 0102 1 MAINTENANCE OF TRAFFIC (22077315201) LS 1.000 0102 60 WORK ZONE SIGN ED 45,518.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 22,934.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 14,175.000 0102 76 ADVANCE WARNING ARROW PANEL ED 795.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 11,666.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 1,362.000 0102104 2 TEMPORARY TRAFFIC CONTROL, FIXED SIGNAL ED 340.000 0102107 TEMPORARY TRAFFIC DETECTION, INTERSECT DA 340.000 0160 4 TYPE B STABILIZATION SY 106,507.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 4,137.000 0285706 OPTIONAL BASE, BASE GROUP 06 SY 3,389.000 0285709 OPTIONAL BASE, BASE GROUP 09 SY 83,964.000 0334 1 22 SUPERPAVE ASPH CONC, TRAF B, PG76-22 TN 18,003.300 0337 7 22 ASPH CONC FRICTION COURSE, INC BIT, FC-5, PG76-22 TN 3,651.000 0425 6 VALVE BOXES, ADJUST EA 1.000 0520 5 11 TRAFFIC SEPARATOR CONCRETE-TYPE I, 4' WIDE LF 2,979.000 0520 5 12 TRAFFIC SEPARATOR CONCRETE-TYPE I, 6' WIDE LF 783.000 <<<<<<<<<<<< SECTION 0003 SIGNING >>>>>>>>>>>> 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 42.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 19.000 0700 20 40 SINGLE POST SIGN, RELOCATE AS 3.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 99.000 0700 21 11 MULTI- POST SIGN, F&I, 50 SF OR LESS AS 7.000 0700 21 12 MULTI- POST SIGN, F&I, 51 - 100 SF AS 2.000 0700 21 60 MULTI- POST SIGN, REMOVE AS 9.000 0700 48 48 SIGN PANELS RELOCATE, 15 OR < EA 7.000 0701 11111 AUDIBLE & VIBRATORY PAVEMENT MARKING,STANDARD,WHITE, NM 1.665 SOLID, 6" 0701 11211 AUDIBLE & VIBRATORY PAVEMENT MARKING,STANDARD,YELLOW, NM 0.939 SOLID, 6" 0705 10 1 OBJECT MARKER, TYPE 1 EA 5.000 0705 11 1 DELINEATOR, FLEXIBLE TUBULAR EA 17.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 (22077315201) 0711 11111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" NM 3.253 0711 11122 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" LF 6,362.000 0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" LF 1,508.000 0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" LF 2,344.000 0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" LF 402.000 0711 11131 THERMOPLASTIC, STANDARD, WHITE, SKIP, 6" GM 3.355 0711 11151 THERMOPLASTIC, STANDARD, WHITE, DOTTED/GUIDELINE/ 6-10 LF 122.000 GAP EXTENSION, 6" 0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE EA 9.000 0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 50.000 0711 11211 THERMOPLASTIC, STANDARD,YELLOW, SOLID, 6" NM 5.015 0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" LF 761.000 0711 11231 THERMOPLASTIC, STANDARD, YELLOW, SKIP, 6" GM 0.117 0711 11251 THERMOPLASTIC, STANDARD, YELLOW, DOTTED / GUIDELINE LF 83.000 /6-10 GAP EXTENSION, 6" <<<<<<<<<<<< SECTION 0004 SIGNALIZATION >>>>>>>>>>>> 0630 1 12 CONDUIT - SIGNALS, FURNISH & INSTALL, UNDERGROUND LF 1,122.000 0630 1 14 CONDUIT, SIGNALS, F & I, UNDERGROUND -JACKED LF 320.000 0632 7 1 CABLE, SIGNAL, FURNISH & INSTALL PI 1.000 CALL ORDER : 002 PROPOSAL ID : T3224A CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0635 1 11 PULL & JUNCTION BOXES, F&I, PULL BOX EA 18.000 0639 1 22 SIGNALS,ELECTRICAL POWER SERVICE,UNDERGROUND, PURCHASED AS 1.000 BYCONTRACTOR FROM POWER COMPANY 0639 2 1 SIGNALS, ELECTRICAL SERVICE WIRE LF 80.000 0649 31205 MAST ARM,F&I, WIND SPEED-130,SINGLE ARM,W/0 LUMINAIRE, EA 4.000 ARM LENGTH 78 0650 51311 TRAFFIC SIGNAL, F&I, 3 SECTION, 1 WAY, STANDARD AS 6.000 0650 51511 TRAFFIC SIGNAL, F&I, 5 SECTIONS, 1 WAY, STANDARD AS 2.000 0653191 PEDESTRIAN SIGNAL, F&I, LED - COUNT DOWN, 1 DIRECTION AS 8.000 0659108 SIGNAL HEAD AUXILIARIES, F&I, STEEL PEDESTAL EA 5.000 0659109 SIGNAL HEAD AUXILIARIES, F&I, CONC PEDESTAL TYPE II EA 1.000 0660 1109 LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 EA 4.000 0660 1110 LOOP DETECTOR INDUCTIVE, F&I, TYPE 10 EA 3.000 0660 2101 LOOP ASSEMBLY- F&I, TYPE A AS 2.000 0660 2102 LOOP ASSEMBLY, F&I, TYPE B AS 8.000 0660 2106 LOOP ASSEMBLY, F&I, TYPE F AS 4.000 0665 11 PEDESTRIAN DETECTOR, F&I, POLE OR CONTROLLER CABINET EA 8.000 MOUNTED DETECTOR STATION & SIGN 0670 5111 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 1 PREEMPTION AS 1.000 0690 10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL EA 4.000 0690 33 1 POLE REMOVAL, DEEP DIRECT BURIAL LF 40.000 0690 50 CONTROLLER ASSEMBLY, REMOVE, COMPLETE ASSEMBLY EA 1.000 0690 80 SPAN WIRE ASSEMBLY, REMOVE EA 1.000 0690 90 CONDUIT & CABLING REMOVE PI 1.000 0690100 SIGNAL EQUIPMENT MISCELLANOUS REMOVE PI 1.000 0700 48 18 SIGN PANELS, F & I, 15 OR < EA 4.000 <<<<<<<<<<<< SECTION 0005 LANDSCAPE / PERIPHERAL >>>>>>>>>>>> 0580 1 1 LANDSCAPE COMPLETE- SMALL PLANTS LS 1.000